HomeMy WebLinkAboutNotice of Acceptance r �
MiAM[•DADE MIAMI-DADE COUNTY
T PRODUCT CONTROL SECTION
11805 SW 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (1TOA) www.miamidade.eov/economy
DAB Door Company,Inc.
12195 NW 9811 Avenue
Hialeah Gardens,FL 33018
SCOPE: `
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The
documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be
used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In
Miami Dade County)and/or the AHJ(in areas other than Mian!Dade County)reserve the right to have this product or
material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the
manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of
such product or-material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined
by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the
applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code,
including the High Velocity Hurricane Zone.
DESCRIPTION:hurricane Master®Model 824/811 Steel Sectional Garage Door 16'-2"Wide with
Window Lite Option(DP+36.0,44.0 PSF)
APPROVAL DOCUMENT: Drawing No.02-21,titled"24 GA.Roll Formed Steel Sectional Garage
Door",dated 09/10/2002,with last revision K dated 03/09/2015,sheets 1 through 5 of 5,prepared by Al-
Farooq Corporation,signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product
Control renewal stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County
Product Control Section.
MISSILE IMPACT RATING:Large and Small Missile Imtpact Resistant
LABELING:A permanent label with the manufacturer's name or logo,manufacturing address,model/series
number,the positive and negative design pressure rating,indicate impact rated if applicable,installation
instruction drawing reference number, approval number(NOA),the applicable test standards, and the
statement reading`Miami-Dade County Product Control Approved' is to be located on the door's side track,
bottom angle,or inner surface of a panel.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change
in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for
sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of
this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida,and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done
in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This NOA renews NOA#14-0814.10 and consists of this page 1 and evidence pages E-1 and E-2,as well as
approval document mentioned above.
The submitted documentation was reviewed by Carlos M.Utrera,P.E.
NOA No. 15-0304.01
ruAMi nAOE coExpiration,Date:July�21;202Q
po
pproval"Date:April-23,2015
Page 1
i
DAB Door Company,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No.02-211titled"24 GA.Roll Formed Steel Sectional Garage Door",dated
09/10/2002,with last revision J dated 11/07/2014,sheets 1 through 5 of 5,prepared by Al-
Farooq Corporation,signed and sealed by Javad Ahmad,P.E.
B. TESTS "Submitted under NOA #11-0414.12"
1. Test Report on Uniform Static Air Pressure Test,Loading and Forced Entry Test per FBC,
TAS 202-94,of"DAB 824 Sectional Residential Garage Door"prepared by Hurricane
Engineering&Testing Inc.,Report No.1ffETI-07-4200,dated 05/02/2007,signed and sealed
by Candido F.Font,P.E.
2. Test Report on Large Missile Impact Test per FBC,TAS 201-94 and Cyclic Wind Pressure
Test per FBC,TAS 203-94,of"DAB 824 Sectional Residential Garage Door",prepared by
Hurricane Engineering&Testing Inc.,Report No.HETI-11-3204,dated 01/20/2011,signed
and sealed by Candido F.Font,P.E.
3. Test Report on Tensile Test per ASTM E8-08 of"Sectional Residential Door(skin)",
prepared by Hurricane Engineering&Testing Inc,Report No.HETI-11-T100,dated
01/2112011,signed and sealed by Candido F.Font,P.E.
"Submitted under NOA #05-0228.02"
4. Test Report on Large Missile Impact Test and Cyclic Wind Pressure Test,of"Sectional
Residential Door with Windows",prepared by Hurricane Engineering&Testing Inc.,Report
No.HETI 03-1328,dated 07/15/2003,signed and sealed by Rafael E.Droz-Seda,P.E.
5. Test Report on Uniform Static Air Pressure Test,of"Sectional Residential Door"prepared by
Hurricane Engineering&Testing Inc.,Report No.HETI 03-1329,dated 07/15/2003,signed
and sealed by Rafael E.Droz-Seda,P.E.
b. Test Report on Tensile Test per ASTM E-8 of"Sectional Residential Door(skin)", prepared
by Hurricane Engineering&Testing Inc,Report No.HETI 034078,dated 10/31/2003,
signed and sealed by Rafael E.Droz-Seda,P.E.
"Submitted under NOA#03-0210.04"
7. Test report on Salt Spray(Corrosion)Test per ASTM B 117 of a painted G-40 steel panels,
prepared by Celotex Corporation,Test Report No.258592,dated 08/17/1998, signed by W.A.
Jackson,P.E.
C. CALCULATIONS "Submitted under NOA#14-0814.10"
1. Anchox,verification calculations prepared by Al-Farooq Corporation, dated 09/22/2014 and
., 07/24/2014,signed and sealed by Javad Ahmad,P.E.
Q4 iblZalS
Carlos M.Utrera,P.E.
Product Control Examiner
NOA No. 15-0304.01
.Expiration Date:July 21,2020
Approval Date: April 23,2015
E-1
DAB Door Company.Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS (Cont.)
"Submitted under NOA#11-0414.12"
2. Anchor verification calculations prepared by Al-Farooq Corporation,complying with F.B.0
2007,dated 04/07/2011,signed and sealed by Javad Ahmad,P.E.
3. Anchor verification calculations prepared by Al-Farooq Corporation,complying with F.B.0
2007,dated 12/19/2008,signed and sealed by Humayoun Farooq,P.E.
"Submitted under NOA#09-0128.02"
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources(RER)
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 13-0717.01, issued to SABIC Innovative Plastics,for their
Lexan Sheet Products,approved on 11/28/2013 and expiring on 07/17/2018.
2. Notice of Acceptance No. 14-0311.08, issued to Insulfoam,LLC,for their
Insulfoam Expanded Polystyrene Insulation,approved on 08/14/2014 and expiring on
11/29/2017.
3. Notice of Acceptance No. 11-0926.07, issued to Dyplast Products,LLC,for their Expanded
Polystyrene Block Type Insulation,approved on 11/10/2011 and expiring on 01/11/2017.
4. Notice of Acceptance No. 11-0926.06, issued to Dyplast Products,LLC,for their
Dyplast ISO-C1 Polyisocyanurate Insulation,approved on 11/10/2011 and expiring on
01/11/2017.
5. Notice of Acceptance No. 10-1129.04,issued to Cellofoam North America Inc,for their
Expanded Polystyrene Block Insulation,approved on 02/24/2011 and expiring on 02/24/2016.
"Submitted under NOA#05-0228.02"
6. Test Report on Accelerated Weathering Using Xenon Are Light Apparatus Test per
ASTM G155 of`TVC Extrusion Material",prepared by Hurricane Engineering&
Testing,Inc.,Report No.HETI 04-A002,dated 09/27/2004,signed and sealed by Rafael E.
Droz-Seda,P.E.
7. Test Reports on Tensile Test per ASTM D638 of"PVC Extrusion Material",prepared by
Hurricane Engineering&Testing Inc.,Report No.HETI 04-T251,dated 11/29/2004 signed
and sealed by I. Ghia,P.E.
8. Test Report on Self-Ignition Temperature Test,Rate of Burn Test and Smoke Density
Test of"REHAU non-foam PVC extrusion material",prepared by ETC Laboratories,
Report No.04-761-15019.0,dated 05/06/2004, signed and sealed by J.L.Doldan,P.E.
F. ,STATEMENTS "Submitted under NOA#14-0814.10 1.0
-. 1. Statement letter of code conformance to the 511 edition(2014)FBC and no financial interest
issued by Al-Farooq Corporation,dated 05/13/2014,signed and sealed by Javad Ahmad,P.E.
Carlos M.Utrera,P.E.
Product Control Examiner
NOA No. 15-0304.01
Expiration Date:July 21;2020
Approval Date:April 23,2015
E-2
N SLEEVE (OPTIONAL) \`I -,.
LOCK �\ -___ --- •---- I ...
2/ DOOR
�1' W X .15 THK. LATCN,,�
STANDARD LOCK
SPRING LOADED SLIDE BOLT (BOTH SIDN
FASTENED W/ (4) #14 X 1/2" S.M.S. r -- 1 -- --- -- S 6 - - - -
5/8" MIN. LOCK ENGAGEMENT `\ (� ------ - - ----- ; ---- `J — _
CONFORMS TO SECTION 1008 REGARDING \ -
GARAGE DOORS \ m--
B,
-- I - -- -
i i z _
3RACKET BE-1
LIFT DOOR LOW HEADROOM
DOORACKET
R OPTION /' _. - -- -
-
in
#.OF _ ..
RS AT _ -- —
DOOR 7-7/8" X 3-1/8" X .010" \� �� OPTIONAL VENTS I
-' STEEL PLATE OPTIONAL FLUSH FACE
WITH (4) #14 X 3/4" SDS (3) 5" WIDE AT 7" O.C. MAX. WOOD GRAIN DESIGN L -- A
OPNG. AREA NOT TO EXCEED 120 S0. IN. MAX. DOOR WIDTH
CENTER STELE DAB HOODS INC.
INSIDE ELEVATION Hurricane Master®
OUTSIDE RAISED PANEL EMBOSSED DOOR
Max. Size 16'-2"
HANDLE END STILE
_ With Window Lite C
Q #14 X 3/4" SELF DRILLING SCREWS MAY BE USED
o
LOCK BAR GUIDES IN LIEU OF #14 X 5/8" SMS~ DESIGN PRESSURE RATING
---'--'-' -'-- _
INSTALLED ON END STILE
WITH (4) #14 X 5/8" SMS THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT GENERAL NOTES
e 4 .18T X .6W LOCK BAR I. THIS PRODUCT HAS BEEN DESIGNED AND TESTED
ENGAGES IN TRACK REQUIREMENTS OF THE FLORIDA BUILDING CODE (FBC'
ON EACH SIDE OF DOOR INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ).
OUTSIDE KEYED LOCK CENTER STILES SCHEDULE 'A' 2. ANCHORS SHALL BE AS LISTED, SPACED AS
PTO A ER STILES
CONFIGURATION ANCHOR EMBEDMENT TO BASE MATERIAL SHA[
4 I N L ® ®® DOOR OF CENTER STILES DRESSING OR STUCCO.
�
LOCK BAR LOCKING SHOWN 8'-0" TO 9'-10" 2 3, ALL BOLTS, NUTS AND WASHERS SHALL BE ZINC F
ALTERNATE TO t0'-0" TO 11'-t0" _ _? 4, ANCHORING OR LOADING CONDITIONS OTHER TH,
SPRING LOADED SLIDE BOLT 12'-0" TO 13'-10" 3- THESE DETAILS ARE NOT PART OF THIS APPROVAL.
LOCKS SHOWN ABOVE W-0" TO 9'-10" 14'-0" To 15'-10" - -4
DOOR WIDTHS 15'-ti" 70 16'-2" 5 5, A LOAD DURATION INCREASE IS USED IN DESIGN OF ANI
DOOR TESTED IN ACCORDANCE WITH THE REQUIREMEI
BUILDING CODE, TAS-202, TAS-201 & TAS-203 FOF
M ® M ,im 0 C r-1
M 0 � ASTM E1886-05/ASTM E1996-09.
�{� Engr: JAVAD AHMAO
CML pilon[
1/2" PUNCHED HOLES
H 0 -4m O.C. L
11 A
TRUSS
STENED TO
V/ TWO
STILE
:ILLING S.
3/16- POP RIVETS 1 I
AT 4" O.C. I
+ (6) FOR 21- STILES
(5) FOR 18" STILES
+ 024" STL. PANEL
rEND. STILE
INTERMEDIATE SECTION TOP SECTIO
IL
OPTIONAL STOP MOULDING
BY DOOR INSTALLER SOLID BRASS DOOR
If 14 X 5/8" SMS3/4" X 2" X 2-1/2" X .049" STEEL BY 'SCHLAGE SECURITY
6 PER HINGE END STILE, CONNECT TO PANELS WITH INSTALLED IN 9/16" DIA. HOLE`.
AND (5) OR (6) 3/16- ALUM RIVETS POSITIONED AT EYE
1/2- X 1-3/4- X .058- FORMED STEEL SEE DETAIL ABOVE
GLUED TO PANEL AND SECURED TO
END STILE WITH (4) -3/16' POP RIVETS ANCHORS AT TRACK BRA(
1-7/8" X 2-5/8" X .049" STEEL EDGE 3a' DIA. POWER-BOLT BY 'POWF
CENTER STILE, GLUED AND RIVETED DISTANCE A) 2" MIN. EMBED INTO CONCRETE 1 3/16, 2
TO PANEL W/ (4) 3/16" RIVETS MIN. EDGE DISTANCE
# 14 X 5/8" S.M'S. POP RIVETS 1-3/16 3/
-a' DIA. HLC SLEEVE BY 'HILTI'
4/ HINGE 8) 1-1/4" MIN. EMBED INTO CONCRI
2-1/4" MIN. EDGE DISTANCE INTI
4" MIN. EDGE DISTANCE INTO FILL
CONCRETE Vc = 3000 PSI MIN.
BY C-90 GROUT FILLED BLOCK f'm
ANCHOR TYPE A OR B
(1) PER BRACKET
SEE SHEET 3 FOR BRACKET SPACING
1 Engr: JAVAD AHMAD
1 Paco
8 X 3/4" HEX HEAD - Wr�UeU I U I-I Z A 1-I/L A r't vn. AlvvLr- -- CONNECTED TO FLAG
& NUTS. FASTENED TO TRACK - W/ 3/8-16 X 3/_
WITH (4) 1/4-20 SS. BOLT & NUTS - - /HORIZ. TRACK LENGTH = OPENING HEIGHT PLUS 12" AND TO SPRING SF
BRACKET - (2) 1/4-20 X 5/
ANDARD) TOP BRACKET _
(OPTIONAL)-
LOW HEADROOM DOOR
14 GA. GALV. STEEL TRACK
:INFORCEMENT f VERTICAL TRACK
X .058" FORMED STEEL
EL AND FASTENED TO 2-1/8" X 1" X .080
S WITH 2" X 5-1/2" X .104" }
' RIVETS GALV. STEEL
FASTENED W/ (4) # 14 X 5/8" S.M.S.
TOP ROLLER BRACKET FOR
AL REINFORCEMENT LOW HEADROOM DOOR OPTION DOOR * SECTION HEIGHTS BRACKET PLACEMENTS
-3/4" X .058" FORMED STEEL HEIGHT 157 2ND 3RD 4TH 5TH 81 62 B3 64 i 85 BE
I PANEL AND FASTENED TO —P
STILES WITH 6'-0" 18" 18" 18" 18" N/A 1" TO 2" 11-3/4" 23" 34" 45" 56
" POP RIVETS 6'-6" 21" 18" 18" 21" N/A I" TO 2" 11-3/4" 23" 34" 45" 56
ETING RIB 7'-0" _21" 21" 21" 21" N/A 1" TO 2" 11-3/4" 23" 34" 45 56
7'-6" 18" 18" 18" 18" 18" 1" TO 2" 11-3/4" 23" 34" 45" 56
;TEEL ROLLERS I- " " '� 11-3 4" 23" 34" 45" 56
X .50" 8 0' 21 18 78' 18 21 1" TO 2" /
)IA. X 4-1/4" STEM = �? *-SECTIONS ARE NUMBERED STARTING AT THE BOTTOM
z I FOR DOORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TRACK BRACKETS AT 1
►L INSULATIONS: z
'LAST PRODUCTS LLC' z o
.PANDEO POLYSTYRENE (L a m 1.9 " X 2.19" X 3.3" X .090" _
= 1.05 PCF
X11-0926.07 STEEL TRACK BRACKETS /
nm 2-3/16' HIGH /
POLY-ISOCYANURATE CONNECTED TO TRACK WITH
= 2.0 PCF ) 1/4" BOLTS & NUTS.
''V11-0926.06 m _ f
.LOFOAM NORTH AMERICA'
1.03 PCF --
V 10-1129.04 m /
ULFOAM LLC' m %
= 0.92 PCF
14-0311.08 /
M -
W
ALV. STEEL -
iINGES FASTENED N
14 X 5/8" SMS
ro
4" ROLL FORMED STEEL. PANEL
QUALITY G-40
�D STRENGTH = 39 KSI
IMER AND BAKED-ON
R PAINTED TOP COAT TRACK CONFIGURATION
TO BOTH SIDES OF STEEL
VERTICAL LIFT HIGH LIST STANDARD LEL
3ALV. STEEL
BRACKET FASTENED AVAllAI3LE TRACK OPTIONS
# 14 X 5/8" SMS
Engr: JAVAD AHMAD
CIVIL PROD
\/ \ N 3 \ AT 48"
REINFORCEMENT
1/2" X 1-3/4" X .058"
'4" DIA. LAG SCREWS 1/4" DIA. LAG SCREWS FORMED STEEL :(DD
O+
6" FROM ENDS _28Y
8YBU I "--AT 6" FROM ENDS
10 15" O.C. MAX. WOOD1 AND 15 O.C. MAX.
f
W'STRIP ADAPTER W'STRIP ADAf
ALUMINUM STEEL
RUBBER W'STRIPPING RUBBER W'S
050
A: 513 4 .700 ,348
r }�-1.750 1.790—�
;,F
BOTTOM SEAL OPTIONS
OPTION '8'
ION TO WOOD SUBSTRATE (WOOD SPECIFIC GRAVnY SG=0.55 MIN.)
SHOWN ABOVE SHOWS 2X6 SYP WOOD BUCK ATTACHMENT
IESE METHODS ARE FOLLOWED NO ADDITIONAL CALCULATIONS/DESIGN
ON OF GARAGE DOOR ANCHORAGE.
)LICATIONS WITH NO ENGINEER OF RECORD, INSTALLATION MAY BE -• -THE BUILDING OFFICIAL UPON INSPECTION. ANCHOR SPACING _
ANCHORS STRUCTURE_ EMBED
8 HLC SLEEVE 9Y HILTI CONC.
3/8" Cc FLEX BY 'ELCO' FILLED BLOCK 2".
3 8" DYNABOLT BY 'ITW' CONC. -1 2
STEEL STRUCTURE BY OTHERS 3/8" POWER-BOLT BY POWERS' CONC. 2"
5/16' X 1-5/8" MUST SUPPORT THE LOADS IMPOSED 3 8 SLEEVE-ALL BY 'SIMPSONS' CONC.
LAG SCREWS BY DOOR SYSTEM -
A7 12" O.C. CONCRETE f'c = 3000 PSI MIN.
C-90 GROUT FILLED BLOCK I'm = 2000 PSI MIN
5/16" DIA. BOLTS
a ° WITH WASHER & NUT
ONRY ,o ° b! AT 12" O.C. MAX. EDGE DIST.
VHICH SHALL BE ANCHORED TO
OR CONC. COLUMN WITH f
LITH 2-1/4' MIN, EMBED
-3/4" MIN. EMBED 1-1/4" X 2-1/2" X 14 GA _
11-1/2" 1-1/2" CONT. STEEL ANGLE
12 GA. GALV. STEEL
LITH 1-1/2" MIN. EMBED FLAT BRACKETS t3" LONG 2-1/8" X 1"
3/4" MIN, EMBED 1/16" X 2-1/2' AT 12" O.C. IN DOOR OPNG. GALV. STEEL T
FILLET WELDS- AT 18" O.C. ABOVE DOOR OPNG. FASTENED TO
AT 12" O.C. MAX. CONNECTED TO CONT. ANGLE W/ (2) 1/4-%
JF W/ (3) SPOT WELDS AT EACH SIDE SLOTTED M.S.
-1/2" MIN. EMBED
CONTINUOUS ANGLE TRACK REVERSE TRACK CONTINUOUS ANGLE TRACK
)F TO WOOD BUCK M S-TEE TO CONCRETE AND FILLED BLOCK
LITH 1-1/4" MIN. EMBED, 4" MIN. EDGE DIST,
•1/4" MIN. EMBED AND ALTERNATE TRACK INSTAL TION
£ngr: JAVAD AHMAD PRO
CIVIL_�
CIA or Al ynGoo rAOb
1.ull
1.725
IASHER
• 1.144
X 3/4" SMS 21 3/4";/8" FROM ENDS f MAX•
7" O.C. MAX. WDW. WIDTH
EXTERIOR FRAME * INTER
#8 X 3/4" SMS _ 0 1 MAX8� RIGID PVC ONE PIECE INJECTION RIGID PVC 01
-3/8" FROM ENDS to o o D.L.O.
6-1/2" O.C. MAX.
I
X .062 DEEPVE
�, 1
r
POLYCARBONATE LEXAN a
ASIC INNOVATIVE PLASTICS'
13-0717.01
LxL
1 y I t
A r '
5 X .062 DEEP
)OVE
-------------
(4) #8 X 3/4" SMS INSIDE ELEVATION
-® 1-3/8" FROM ENDS RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS
AND 6-1/2" O.C. MAX, WINDOW LITES CAN BE IN ANY LOCATION IN DOOR SECTION
#8 X 3/4" SMS oc
® 3/8' FROM ENDS •175 X .062 DEEP
AND 4-1/2" O.C. MAX. GROOVE
#8 X 3/4" SMS
•® 3/8" FROM ENDS-
AND
NDS AND 7" O.C. MAX. -T _
_ Engr• JAVAO AHMAD
.•. 17 - - —- — — - — — - — — — - - - - - - - �IVIL � y